Amendment_0005_Drawing_Document.pdf

PDF 1 MB Posted

Attached to
Award for Contract W912ER19C0015 Large Aircraft Maintenance Hangar, UAE Federal contract opportunity
Solicitation number
W912ER-19-R-0001
Issued by
Department of the Army Corps of Engineers Engineering District Middle East

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Amendment 0005 Drawing Document

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File Type Posted
Amendment_0005_Specifications_Document.pdf PDF
A154_Amendment_0005_W912ER19R0001_Large_Aircraft_Maintenance_Hangar,_UAE.pdf PDF
A154_Amendment_0004_W912ER19R0001_Large_Aircraft_Maintenance_Hangar,_UAE.pdf PDF
Amendment_0003_Specifications_W912ER19R0001_Large_Aircraft_Maintenance_Hangar,_UAE.pdf PDF
Amendment_0003_Drawings_W912ER19R0001_Large_Aircraft_Maintenance_Hangar,_UAE.zip ZIP file
A154_Amendment_0003_W912ER19R0001_Large_Aircraft_Maintenance_Hangar,_UAE.pdf PDF
AMENDMENT_0002_SPECIFICATIONS_DOCUMENT_-_LAMH.pdf PDF
A154_Amendment_0002_W912ER19R0001_Large_Aircraft_Maintenance_Hangar,_UAE.pdf PDF
DRAWING_FILE_COVER_PAGE.pdf PDF
Cover_Vol_1_for_Contracting.pdf PDF
A154_Amendment_0001_W912ER19R0001_Large_Aircraft_Maintenance_Hangar,_UAE.pdf PDF
AMD_1_SPECIFICATIONS_DOC.pdf PDF
A153_Attachment_B_-_W912ER19R0001_Large_Aircraft_Maintenance_Hangar,_Al_Dhafra_UAE.docx DOCX document
A153_Attachment_C_-_W912ER19R0001_Large_Aircraft_Maintenance_Hangar,_Al_Dhafra_UAE.docx DOCX document
Drawings_2018-10-12_Corrected_Final_Updated_03-15-19.pdf PDF
VOL_3_OF_3_LAMH_DIV_21-43.pdf PDF
A153_Solicitation_W912ER19R0001_Large_Aircraft_Maintenance_Hangar,_Al_Dhafra_UAE.pdf PDF
Appendix_A_Furniture,_Fixtures,_and_Equipment_(FFE).pdf PDF
Appendix_B_Structural_Interior_Design_(SID).pdf PDF
Attachment_G_UAE_Large_AirCraft_Hangar_-_Cost_Breakdown_2-4-19.pdf PDF
A153_Attachment_A_-_W912ER19R0001_Large_Aircraft_Maintenance_Hangar,_Al_Dhafra_UAE.docx DOCX document
A153_Attachment_E_-_W912ER19R0001_Large_Aircraft_Maintenance_Hangar,_Al_Dhafra_UAE.docx DOCX document
A153_Attachment_D_-_W912ER19R0001_Large_Aircraft_Maintenance_Hangar,_Al_Dhafra_UAE.docx DOCX document
A153_Attachment_F_-_W912ER19R0001_Large_Aircraft_Maintenance_Hangar,_Al_Dhafra_UAE.docx DOCX document
Attachment_G_UAE_Large_AirCraft_Hangar_Proposal_Schedule__2-4-19.pdf PDF
VOL_2_OF_3_LAMH_DIV_01-13.pdf PDF
Attachment_1_DRAFT_Solicitation_Large_Aircraft_Maintenance_Hanger,_UAE.PDF PDF
Presolicitation_Notice_Advisory_Multi-Step_Process_(FAR_15.202),_Large_Aircraft_Maintenance_Hangar,_UAE.pdf PDF
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Text version

US Army Corps of Engineers ®

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DIMENSIONS SHOWN, ARE IN MILLIMETERS.

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GENERAL

CIVIL - SITE DESIGN

CIVIL - SITE UTILITY

CIVIL - SITE ELECTRICAL

GENERAL / CIVIL - DRAWING INDEX

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GI000 UE-452312-GI000CV.dwg COVER

X GI001 UE-452312-GI001SH04.dwg 5 AM #0005 DRAWING INDEX - SHEET 1

X GI002 UE-452312-GI002SH.dwg 3 AM #0003 DRAWING INDEX - SHEET 2

X GI003 UE-452312-GI003SH04.dwg 5 AM #0005 DRAWING INDEX - SHEET 3

GI004 UE-452312-GI004GN.dwg ABBREVIATIONS - SHEET 1

GI004A UE-452312-GI004AGN.dwg ABBREVIATIONS - SHEET 2

GI005 UE-452312-GI005GN.dwg GENERAL AND SITE LEGEND

GI006 UE-452312-GI006GN.dwg MECHANICAL LEGEND

GI007 UE-452312-GI007GN.dwg ELECTRICAL LEGEND

X GI008 UE-452312-GI008GN04.dwg 5 AM #0005 ELECTRICAL/ TELECOM LEGEND

GI009 UE-452312-GI009GN.dwg ELECTRICAL HAZARDARDOUS LOCATION PLAN

GI010 UE-452312-GI010PN.dwg SITE GRID 1000

GI011 UE-452312-GI011PN.dwg SITE GRID 500

X GC001 UE-452312-GC001GN03.dwg 3 AM #0003 SITE PHASING NOTES

X GC100 UE-452312-GC100PN03.dwg 3 AM #0003 OVERALL SITE PHASING PLAN

GCH13 UE-452312-GCH13PN.dwg SITE PHASING PLAN - SHEET 1 - AREA H13

GCH14 UE-452312-GCH14PN.dwg SITE PHASING PLAN - SHEET 2 - AREA H14

GCH15 UE-452312-GCH15PN.dwg SITE PHASING PLAN - SHEET 3 - AREA H15

X GCJ13 UE-452312-GCJ13PN03.dwg 3 AM #0003 SITE PHASING PLAN - SHEET 4 - AREA J13

X GCK13 UE-452312-GCK13PN03.dwg 3 AM #0003 SITE PHASING PLAN - SHEET 5 - AREA K13

X GCK14 UE-452312-GCK14PN03.dwg 3 AM #0003 SITE PHASING PLAN - SHEET 6 - AREA K14

GC501 UE-452312-GC501DT.dwg SITE BARRICADE AND SIGNAGE DETAILS

B-100 UE-452312-B-100PN.dwg BORING LOCATION PLAN

BB601 UE-452312-BB601SH.dwg BORING LOGS - SHEET 1

BB602 UE-452312-BB602SH.dwg BORING LOGS - SHEET 2

BB603 UE-452312-BB603SH.dwg BORING LOGS - SHEET 3

BB604 UE-452312-BB604SH.dwg BORING LOGS - SHEET 4

C-100 UE-452312-C-100PN.dwg SITE LOCATION AND ACCESS PLAN

C-101 UE-452312-C-101PN.dwg OVERALL BASE AND KEYMAP

C-102 UE-452312-C-102PN.dwg SURVEY CONTROL LOCATION PLAN

X CDJ13 UE-452312-CDJ13PN03.dwg 3 AM #0003 DEMOLITION PLAN - AREA J13

CDJ14 UE-452312-CDJ14PN.dwg DEMOLITION PLAN - AREA J14

X CDK13 UE-452312-CDK13PN03.dwg 3 AM #0003 DEMOLITION PLAN - AREA K13

X CDK14 UE-452312-CDK14PN03.dwg 3 AM #0003 DEMOLITION PLAN - AREA K14

CSK13B UE-452312-CSK13BPN.dwg SITE LAYOUT PLAN - AREA K13B

CSK14A UE-452312-CSK14APN.dwg SITE LAYOUT PLAN - AREA K14A

X CS301 UE-452312-CS301SC03.dwg 3 AM #0003 TYPICAL SECTIONS

CS601 UE-452312-CS601SH.dwg HORIZONTAL CONTROL TABLES

CGK13B UE-452312-CGK13BPN.dwg GRADING PLAN - AREA K13B

CGK14A UE-452312-CGK14APN.dwg GRADING PLAN - AREA K14A

CG201 UE-452312-CG201PR.dwg ROAD PROFILE

CP401 UE-452312-CP101PN.dwg PCCP JOINT LAYOUT ENLARGED PLAN

CP402 UE-452312-CP402PN.dwg PCCP JOINT LAYOUT ENLARGED PLAN

CP501 UE-452312-CP501DT.dwg PCCP JOINT DETAILS

CP502 UE-452312-CP502DT.dwg PCCP JOINT SEALANT DETAILS

CP503 UE-452312-CP503DT.dwg PCCP AND REINFORCEMENT DETAILS

CP504 UE-452312-CP504DT.dwg STATIC GROUND DETAIL

CS520 UE-452312-CS520DT.dwg CIVIL DETAILS

CS520A UE-452312-CS520ADT.dwg CIVIL DETAILS

CS521 UE-452312-CS521DT.dwg CIVIL DETAILS

CS521A UE-452312-CS521ADT.dwg CIVIL DETAILS

CS522 UE-452312-CS522DT.dwg CIVIL FENCE DETAILS

CS523 UE-452312-CS523DT.dwg CIVIL FENCE DETAILS

CS524 UE-452312-CS524DT.dwg CIVIL FENCE DETAILS

CS525 UE-452312-CS525DT.dwg CIVIL FENCE DETAILS

CS526 UE-452312-CS526DT.dwg CIVIL FENCE DETAILS

CS527 UE-452312-CS527DT.dwg CIVIL FENCE DETAILS

CS528 UE-452312-CS528DT.dwg CIVIL FENCE DETAILS

CS529 UE-452312-CS529DT.dwg CIVIL FENCE DETAILS

CS530 UE-452312-CS530DT.dwg CIVIL FENCE DETAILS

X CUJ13 UE-452312-CUJ13PN03.dwg 3 AM #0003 UTILITY PLAN

X CUK13B UE-452312-CUK13BPN03.dwg 3 AM #0003 UTILITY PLAN - AREA K13B

X CUK14A UE-452312-CUK14APN03.dwg 3 AM #0003 UTILITY PLAN - AREA K14A

CU500 UE-452312-CU500DT.dwg UTILITY DETAILS

X CU501 UE-452312-CU501DT03.dwg 3 AM #0003 UTILITY DETAILS

EA100 UE-452312-EA100PN.dwg ELECTRICAL AIRFIELD LIGHTING KEYMAP

EAK13A UE-452312-EAK13APN.dwg ELECTRICAL AIRFIELD LIGHTING PLAN - SHEET 1 - AREA K13A

X EAK13B UE-452312-EAK13BPN.dwg 3 AM #0003 ELECTRICAL AIRFIELD LIGHTING PLAN - SHEET 2 - AREA K13B

EAK14A UE-452312-EAK14APN.dwg ELECTRICAL AIRFIELD LIGHTING PLAN - SHEET 3 - AREA K14A

ED100 UE-452312-ED100PN.dwg DEMOLITION - ELECTRICAL SITE KEYMAP

EDK13 UE-452312-EDK13PN.dwg DEMOLITION - ELECTRICAL SITE PLAN - SHEET 1 - AREA K13

EDK14 UE-452312-EDK14PN.dwg DEMOLITION - ELECTRICAL SITE PLAN - SHEET 2 - AREA K14

ES100 UE-452312-ES100PN.dwg ELECTRICAL SITE KEYMAP

ESK13B UE-452312-ESK13BPN.dwg ELECTRICAL SITE PLAN - SHEET 1 - AREA K13B

X ESK14A UE-452312-ESK14APN03.dwg 3 AM #0003 ELECTRICAL SITE PLAN - SHEET 2 - AREA K14A

ESK14C UE-452312-ESK14CPN.dwg ELECTRICAL SITE PLAN - SHEET 3 - AREA K14C

X ES400 UE-452312-ES400PN03.dwg 3 AM #0003 ELECTRICAL ENLARGED SITE PLAN - AREA K13B

ES401 UE-452312C-ES401PN.dwg ELECTRICAL POWER EQUIPMENT PLAN

ES402 UE-452312C-ES402PN.dwg ELECTRICAL GROUNDING PLAN

X ES600 UE-452312-ES600SH03.dwg 3 AM #0003 CABLE ROUTING SECTIONS

X EC101 UE-452312-EC101PN.dwg 3 AM #0003 CATHODIC PROTECTION PLAN - AREA K13B

EC501 UE-452312-EC501DT.dwg CATHODIC PROTECTION DETAILS

T-100 UE-452312-T-100PN.dwg TELECOMMUNICATION SITE KEYMAP

T-H13 UE-452312-T-H13PN.dwg SITE TELECOMMUNICATION PLAN - SHEET 1 - AREA H13

X T-H14 UE-452312-T-H14PN03.dwg 3 AM #0003 SITE TELECOMMUNICATION PLAN - SHEET 2 - AREA H14

X T-H15 UE-452312-T-H15PN03.dwg 3 AM #0003 SITE TELECOMMUNICATION PLAN - SHEET 3 - AREA H15

X T-J13 UE-452312-T-J13PN03.dwg 3 AM #0003 SITE TELECOMMUNICATION PLAN - SHEET 4 - AREA J13

X T-K13B UE-452312-T-K13BPN03.dwg 3 AM #0003 SITE TELECOMMUNICATION PLAN - SHEET 5 - AREA K13B

X T-600 UE-452312-T-600SH03.dwg 3 AM #0003 CABLE ROUTING SECTIONS

GI136 REFERENCE DRAWING ELECTRICAL UTILITY PHASING

GI138 REFERENCE DRAWING TELECOM UTILITY PHASING

CIVIL - SITE TELECOMMUNICATION

REFERENCE DRAWINGS

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Middle East District

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($) STANDARD DETAILS

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NO. SHEET FILE NAME

REVISIONS

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S-520 UE-452312-S-520DT.dwg CONCRETE BUILDING DETAILS

S-521 NOT USED NOT USED

S-522 NOT USED NOT USED

S-523 NOT USED NOT USED

S-524 NOT USED NOT USED

S-525 UE-452312-S-525DT.dwg MISCELLANEOUS CONCRETE DETAILS

S-526 UE-452312-S-526DT.dwg TYPICAL CMU WALL DETAILS

S-527 UE-452312-S-527DT.dwg CMU WALL DETAILS

S-528 UE-452312-S-528DT.dwg ELECTRICAL VAULT - STRUCTURAL DETAILS - SHEET 1

S-529 UE-452312-S-529DT.dwg ELECTRICAL VAULT - STRUCTURAL DETAILS - SHEET 2

X S-530 UE-452312A-S-500SC.dwg 5 AM #0005 MANHOLE AND HANDHOLE STRUCTURAL DETAILS

PL520 UE-452312A-PL520DT.dwg PLUMBING DETAILS

MH500 UE-452312A-MH500DT.dwg HVAC DETAILS - SHEET 1

MH501 UE-452312A-MH501DT.dwg HVAC DETAILS - SHEET 2

MH502 UE-452312A-MH502DT.dwg HVAC DETAILS - SHEET 3

EA-520 UE-452312-EA-520DT.dwg AIRFIELD LIGHTING CONCRETE DUCT DETAILS, AFL, AND GUIDANCE

SIGN DUCTBANK DETAILS

EA-521 UE-452312-EA-521DT.dwg AIRFIELD LIGHTING IN-PAVEMENT LIGHT DESIGNS

EA-522 UE-452312-EA-522DT.dwg AIRFIELD LIGHTING GUIDANCE SIGN DETAILS

EA-523 UE-452312-EA-523DT.dwg AIRFIELD LIGHTING HANDHOLE INTERIOR DETAILS

EA-524 UE-452312-EA-524DT.dwg AIRFIELD LIGHTING MISCELLANEOUS DETAILS

X E-500 UE-452312-E-500DT03.dwg 3 AM #0003 ELECTRICAL DETAILS - SHEET 1

X E-501 UE-452312-E-501DT03.dwg 3 AM #0003 ELECTRICAL DETAILS - SHEET 2

X E-502 UE-452312-E-502DT03.dwg 3 AM #0003 ELECTRICAL DETAILS - SHEET 3 - LOW VOLTAGE ELECTRICAL /

TELECOMMUNICATION MANHOLE

X E-503 UE-452312-E-503DT03.dwg 5 AM #0005 ELECTRICAL DETAILS - SHEET 4 - LOW VOLTAGE ELECTRICAL /

TELECOMMUNICATION HANDHOLE

X E-504 UE-452312-E-504DT03.dwg 5 AM #0005 ELECTRICAL DETAILS - SHEET 5 - MEDIUM VOLTAGE ELECTRICAL

MANHOLE

E-505 UE-452312-E-505DT.dwg ELECTRICAL DETAILS - SHEET 6 - DUCTBANK DETAILS

E-506 UE-452312-E-506DT.dwg ELECTRICAL DETAILS - SHEET 7 - DUCTBANK DETAILS

X E-507 UE-452312-E-507DT03.dwg 3 AM #0003 ELECTRICAL DETAILS - SHEET 8 - DUCTBANK DETAILS

X E-508 UE-452312-E-508DT.dwg 3 AM #0003 ELECTRICAL DETAILS - SHEET 9 - 800KW / 1000KVA GENERATOR

DETAILS

X E-509 UE-452312-E-509DT.dwg 3 AM #0003 ELECTRICAL DETAILS - SHEET 10 - 1088KW / 1360KVA GENERATOR

DETAILS

E-510 UE-452312-E-510DT.dwg ELECTRICAL AND TELECOMMUNICATONS - SEISMIC SUPPORT DETAILS

X E-511 UE-452312-E-511DT03.dwg 3 AM #0003 ELECTRICAL DETAILS - SHEET 11 - CABLE TRAY DETAILS

X T-500 UE-452312-T-500DT03.dwg 3 AM #0003 TELECOMMUNICATIONS DETAIL - SHEET 1

T-501 UE-452312-T-501DT.dwg TELECOMMUNICATIONS DETAIL - SHEET 2

T-502 UE-452312-T-502DT.dwg TELECOMMUNICATIONS DETAIL - SHEET 3

T-503 UE-452312-T-503DT.dwg TELECOMMUNICATIONS DETAIL - SHEET 4

X T-504 UE-452312-T-504DT03.dwg 3 AM #0003 TELECOMMUNICATIONS MISCELLANEOUS DETAILS - SHEET 1

T-505 UE-452312-T-505DT.dwg TELECOMMUNICATIONS MISCELLANEOUS DETAILS - SHEET 2

X T-506 UE-452312-T-506DT03.dwg 3 AM #0003 TELECOMMUNICATIONS MISCELLANEOUS DETAILS - SHEET 3

X T-507 UE-452312-T-507DT03.dwg 3 AM #0003 TELECOMMUNICATIONS - BUTTERFLY DIAGRAM

T-508 UE-452312-T-508DT.dwg TELECOMMUNICATIONS - WIRE TRAY DETAILS

STRUCTURAL - STANDARD DETAILS

ELECTRICAL - STANDARD DETAILS

AIRFIELD LIGHTING STANDARD DETAILS

MECHANICAL HVAC - STANDARD DETAILS

MECHANICAL PLUMBING - STANDARD DETAILS

TELECOMMUNICATION STANDARD DETAILS

(A) LARGE AIRCRAFT MAINTENANCE HANGAR - DRAWING INDEX - (CONTINUED)

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NO. SHEET FILE NAME

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NO.

TP100 UE-452312A-TP100PN.dwg COMPREHENSIVE - TELECOMMUNICATIONS PLAN - GROUND FLOOR

TP101 UE-452312A-TP101PN.dwg TELECOMMUNICATIONS PLAN - GROUND FLOOR - AREA 'A' - NORTHWEST QUADRANT

X TP102 UE-452312A-TP102PN03.dwg 3 AM #0003 TELECOMMUNICATIONS PLAN - GROUND FLOOR - AREA 'B' - NORTHEAST QUADRANT

TP103 UE-452312A-TP103PN.dwg TELECOMMUNICATIONS PLAN - GROUND FLOOR - AREA 'C' - SOUTHWEST QUADRANT

TP104 UE-452312A-TP104PN.dwg TELECOMMUNICATIONS PLAN - GROUND FLOOR - AREA 'D' - SOUTHEAST QUADRANT

TP105 UE-452312A-TP105PN.dwg COMPREHENSIVE - TELECOMMUNICATIONS PLAN - FIRST FLOOR

TP106 UE-452312A-TP106PN.dwg TELECOMMUNICATIONS PLAN - FIRST FLOOR - AREA 'A' - NORTHWEST QUADRANT

TP107 UE-452312A-TP107PN.dwg TELECOMMUNICATIONS PLAN - FIRST FLOOR - AREA 'B' - NORTHEAST QUADRANT

TP108 UE-452312A-TP108PN.dwg TELECOMMUNICATIONS PLAN - FIRST FLOOR - AREA 'C' - SOUTHWEST QUADRANT

TP109 UE-452312A-TP109PN.dwg TELECOMMUNICATIONS PLAN - FIRST FLOOR - AREA 'D' - SOUTHEAST QUADRANT

X TP400 UE-452312A-TP400PN03.dwg 3 AM #0003 ENLARGED TELECOMM ROOM

TP600 UE-452312A-TP600SH.dwg TELECOMMUNICATIONS CABINET SCHEDULE - SHEET 1

TP601 UE-452312A-TP601SH.dwg TELECOMMUNICATIONS CABINET SCHEDULE - SHEET 2

X TP602 UE-452312A-TP602SH03.dwg 3 AM #0003 TYPICAL BACKBONE AND HORIZONTAL DISTRIBUTION

X TP603 UE-452312A-TP603SH03.dwg 3 AM #0003 TELECOMMUNICATIONS DEVICE SCHEDULE

TELECOMMUNICATION

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(SEE NOTE 3)

X

X

X

SWITCH:

D = DIMMER (NOTE 5)

EXIT SIGN, ARROW INDICATES DIRECTION

PE = PHOTOELECTRIC CELL

4 = FOUR-WAY

3 = THREE-WAY

SWITCH, SINGLE POLE

TC = TIME CLOCK

DC = DIMMING CONTROL PANEL

LC = LIGHTING CONTACTOR

LIGHTING CONTROL:

WALL MOUNT

LED, WALL MOUNTED

LED, POLE MOUNTED

EMERGENCY

EXIT SIGN, SINGLE FACE, CEILING MOUNT

SHOWN, WALL MOUNT AS INDICATED BY WALL

MOUNT SYMBOL

EXIT SIGN, DOUBLE FACE, CEILING MOUNT

SHOWN, WALL MOUNT AS INDICATED BY WALL

MOUNT SYMBOL

LED RECESSED/PENDANT/SURFACE/RECESSED

EMERGENCY LED,RECESSED

EMERGENCY LED RECESSED/

PENDANT/ SURFACE

LED, RECESSED

a,b,c = DENOTES ROOM SWITCHING CONTROL

X

TRANSFORMER

FUSED DISCONNECT SWITCH

HORSEPOWER RATED DISCONNECT SWITCH

NON-FUSED DISCONNECT SWITCH

COMBINATION DISCONNECT WITH STARTER

MOTOR

LOCAL CONTROL PANEL

2 GANG SWITCHED SOCKET OUTLET

PANELBOARD, 400/230V

TRANSFER SWITCH (AUTOMATIC OR MANUAL)

SPECIAL PURPOSE RCPT OR CONNECTION

GROUND CONDUCTOR

GROUND ROD

GROUND

GROUNDING PIGTAIL

CATHODIC PROTECTION ANODE

CONDUIT

CONDUIT:

DUCTBANK

EMBEDDED

CONDUIT STUB WITH CAP

EXPOSED

FLUSH GROUND PLATE

LIGHTNING PROTECTION CONDUCTOR

GROUND ROD INSPECTION TEST PIT

GROUND CONDUCTOR CONNECTION

CATHODIC PROTECTION TEST STATION

NUMBER XX

CATHODIC PROTECTION UNDERGROUND

REFERENCE ELECTRODE

CATHODIC PROTECTION RECTIFIER

NUMBER XX

RCD= RESIDUAL CURRENT DEVICE

S = SHAVER/HAIR DRYER SOCKET

UNDERGROUND DIRECT BURIAL

MEDIUM VOLTAGE POTHEAD TERMINATION

* SOCKET OPTIONS, MOUNTING HEIGHT SHOWN ON

ELEVATION SUPERCEED HEIGHT INDICATED BELOW.

SHEE SHEET EP200-EP205 FOR ROOM ELEVATIONS:

WP = WEATHERPROOF

XP = EXPLOSION PROOF

THERMOSTAT

SURFACE RACEWAY (WIREMOLD)

CONDUIT TURN-DOWN

JUNCTION BOX

CONDUIT TEE BELOW

CONDUIT TURN-UP

MEDIUM VOLTAGE STRESS CONE TERMINATION

X

SERVICE ENTRANCE METER

LIGHTNING PROTECTION AIR TERMINAL

THROUGH ROOF TERMINAL

FINISHED FLOOR

TXX

R

RXX

J

ELECTRICAL GENERAL NOTESLIGHTINGPOWERGROUNDING

CATHODIC PROTECTION

RACEWAY

ELECTRICAL DEVICE MOUNTING HEIGHT

1. ALL SYMBOLS AND ABBREVIATIONS SHOWN ON THIS LEGEND

MAY NOT APPEAR ON THIS SET OF SHEETS.

2. FOR GENERAL LEGEND AND ABBREVIATIONS, SEE "GI" SHEETS.

3. FIXTURE SIZES MAY VARY ON PLANS X ON FIXTURE SYMBOL

DENOTES FIXTURE TYPE DESIGNATION. SEE FIXTURE SCHEDULE

ON SHEET EL601.

4. DIMMER SWITCHES USED FOR LED FIXTURES SHALL BE RATED

FOR LED DIMMING. DIMMING DRIVERS SHALL BE PROVIDED FOR

ALL FIXTURES ON DIMMABLE SWITCHES.

5. SEE TYPICAL WIRING SCHEMATIC PLANS FOR DIGITAL SMART

SWITCH REQUIREMENTS PER ROOM.

0 1

S

S

X

LED EXTERIOR, WALL MOUNTED FLOOD LIGHT

S S**

SWITCH, DOUBLE GANG

CL = MOUNTED CEILING

TV = TELEVISION RECEPTACLE (600mm BELOW

FINISHED CEILING) ISOLATED GROUND IN

OFFICES

OS OCCUPANCY SENSOR, CEILING MOUNTED

UNLESS NOTED

* JUNCTION BOX OPTIONS

AC = 150MM X 150MM X 100MM JUNCTION BOX

MOUNTED ABOVE CEILING

CCTV = 100MM SQUARE BACKBOX, WALL MOUNTED

300MM BELOW FINISHED CEILING

T = TIMER

R = RESTROOM AUTOMATIC

TOILET/SINK, WALL MOUNTED

LED, RECESSED, WET LENS

X

X

HEAT TRACE CABLE

* DS = DAYLIGHT SENSOR

OC = OCCUPANCY SENSOR

SS = STRUCTURAL STEEL

UF = UFER GROUND TO REBAR

* OPTIONS:

METRIC SIZE

EQUIVALENTS

(ELECTRICAL WIRE)

NEC 310.15

BS7671 TABLE

4E1A

14 2.5mm²

12 4.0 mm²

10 6.0 mm²

8 10.0 mm²

6 16.0 mm²

4 25.0 mm²

2 35.0 mm²

1 50.0 mm²

2/0 70.0 mm²

3/0 95.0 mm²

4/0 120 mm²

300 150 mm²

350 240 mm²

400 240 mm²

500 300 mm²

600 400 mm²

METRIC SIZE CONVERSION

USA TRADE

SIZE

USA METRIC

TRADE SIZE

1/2" 16mm

1" 27 mm

1-1/4" 35 mm

1-1/2" 41 mm

2" 53 mm

2-1/2" 63 mm

3" 78 mm

3-1/2" 91 mm

4" 103 mm

3/4" 21 mm

CONDUIT

WIRING

d1 = TWO SOCKET OUTLET MOUNTED 400mm AFF TO

BOTTOM OF BACKBOX

d2 = TWO SOCKET OUTLET WITH 2 AMP USB CHARGING PORT MOUNTED 600mm AFF TO BOTTOM OF

BACKBOX

d3 = TWO SOCKET OUTLET WITH 2 AMP USB CHARGING PORTS MOUNTED 900mm AFF TO BOTTOM OF

BACKBOX

d4 = TWO SOCKET OUTLET WITH 2 AMP USB CHARGING PORTS MOUNTED 1100mm AFF TO BOTTOM OF

BACKBOX

d5 = TWO SOCKET OUTLET MOUNTED 1700mm AFF TO

BOTTOM OF BACKBOX

XP= EXPLOSION PROOF CLASS 1 DIVISION 2

RECEPTACLE 1000MM AFF (UNO)

CLNG= CEILING MOUNTED RECEPTACLE

CABLE REEL CLASS I DIV 2 LED STRIP LIGHT WITH

SPECIAL RECEPTACLE

* RECEPTACLE OPTIONS, IF REQ'D

XP = EXPLOSION PROOF CLASS 1 DIVISION 2

CABLE REEL

X

HIGH BAY PENDANT FIXTURE

LED WALLPACK

S = SMART SWITCH 1100MM AFF

XP = EXPLOSION PROOF SINGLE POLE SWITCH

PB = PUSHBUTTON ON/OFF

5" 129 mm

6" 155 mm

750 400 mm²

1000 630 mm²

1/0 70.0 mm²

3 35.0 mm²

AWG METRIC

CONDUIT STUB

UNDERGROUND CONDUIT

TMGB OR TGB

TELECOM GENERAL NOTES

1. ALL SYMBOLS SHOWN ON THIS SHEET MAY NOT APPEAR ON CONTRACT

DRAWINGS.

2. ALL COMMUNICATIONS INSTALLATIONS AND EQUIPMENT SHALL MEET

UFC 3-580-01 REQUIREMENTS.

3. SPACING OF NEW MANHOLES AND HANDHOLES SHALL NOT EXCEED 180

METERS.

4. THE CONTRACTOR SHALL TERMINATE ALL COMMUNICATION CABLES

PROVIDED BY THIS CONTRACT.

5. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR ALL

COMMUNICATION WORK IN THIS CONTRACT. THIS INCLUDES, BUT IS NOT

LIMITED TO, TERMINATIONS, SPLICES, EQUIPMENT LOCATIONS,

CUTTING CABLES, ABANDONING CABLES, REMOVING CABLES, AND

IDENTIFYING CABLES.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION

OF ALL UNDERGROUND PIPING, FOUNDATIONS, DUCTBANKS, AND

OTHER UNDERGROUND OBSTRUCTIONS IN THE VICINITY OF

CONSTRUCTION AND DEMOLITION AREA.

7. COMMUNICATION BACK BOX SHALL BE 125MM X 125MM X 73 UNLESS

NOTED OTHERWISE.

SECURITY LEGEND

CCTV

STA

CCTV OPERATING STATION

LOCATION (GFGI)

CCTV CAMERA LOCATION (GFGI)

LADDER TYPE CABLE TRAY. SEE PLANS AND

DETAILS FOR SIZES AND MOUNTING

HEIGHTS.

TELEPHONE BACK BOX AND COVER PLATE

* OPTIONS (MOUNTING HEIGHT SHOWN ON

ELEVATION SUPERCEED HEIGHT INDICATED

BELOW. SHEE SHEET EP200-EP205 FOR ROOM

ELEVATIONS:)

W = WALL PHONE MOUNTED 1225MM AFF, SEE

DETAIL SHEET T-504

WP = EXTERIOR WALL PHONE MOUNTED 1225MM

AFF, SEE DETAIL SHEET T-504

4 = QUAD PLEX PLATE WITH TWO (4) DUPLEX LC

OUTLET MODULES. PROVIDE FOUR (4)

DUPLEX HORIZONTAL OM4 CABLES

FUSION SPLICED TO THE DUPLEX LC OUTLET

MODULE PIGTAILS. MOUNTED 1524MM AFF

2 = QUAD PLEX PLATE WITH TWO (2) DUPLEX LC

OUTLET MODULES AND TWO BLANK FILLER

MODULES. PROVIDE TWO (2) DUPLEX

HORIZONTAL OM4 CABLES FUSION SPLICED

TO THE DUPLEX LC OUTLET MODULE

PIGTAILS. MOUNTED 1200 MM AFF

1 = SINGLE LC FIBER OPTIC. MOUNTED 1524 MM

AFF

S = CONTRACTOR PROVIDE SURFACE MOUNTED

RACEWAY, BACK BOX, AND QUAD PLEX PLATE

WITH FOUR BLANK FILLER MODULES MOUNTED

1524 MM AFF. FIBER CABLE AND TERMINATIONS

ARE "BY OTHERS".

F = SINGLE LC FIBER OPTIC MODULE WITH 3 BLANK

INSERTS FOR FIRE ALARM

EQUIPMENT 1524 MM AFF

C = QUAD PLEX PLATE WITH TWO (2) DUPLEX LC

OUTLET MODULES AND TWO BLANK FILLER

MODULES. PROVIDE TWO (2) DUPLEX

HORIZONTAL OM4 CABLES FUSION SPLICED

TO THE DUPLEX LC OUTLET MODULE

PIGTAILS. LOCATE ADJACENT TO CAMERA

MOUNT TO STRUCTURE

SOLID BOTTOM/COVERED OR WIRE MESH

TYPE CABLE TRAY. SEE PLANS AND DETAILS

FOR SIZES AND MOUNTING HEIGHTS.

LED, CEILING MOUNTED,

INCANDESCENT BEACONX

LED, CYLINDRICAL PENDANT FIXTURE

X

AT = ASTRONOMICAL TIMER

STATIC GROUND CONNECTION

HAND DRYER

TV RG6 COAX WALL OUTLET 600MM AFF

CABLE REEL WITH CLASS I DIV 2 LED STRIP

LIGHT WITH NON-FUSED DISCONNECT.

DISCONNECT MAY BE INTEGRAL TO CABLE REEL

OR MOUNTED ADJACENT TO CABLE REEL. SEE

DETAIL ON SHEET EL503.

L

INTERNATIONAL

METRIC TRADE

SIZE

15mm

25 mm

35 mm

40 mm

50 mm

65 mm

80 mm

90 mm

100 mm

20 mm

125 mm

150 mm

METRIC TRADE

SIZE (ID)

VARIES

VARIES

VARIES

VARIES

VARIES

VARIES

VARIES

VARIES

VARIES

VARIES

VARIES

VARIES

XP = EXPLOSION PROOF LIGHT

XP = EXPLOSION PROOF REEL

TRAY

DESCRIPTION

YYY*XXX-TOCT-ZZZZ WHERE YYY=CABLE TRAY

WIDTH, XXX=HEIGHT OF RAILS OR RETAINING POSTS,

ZZZZ= MOUNTING HEIGH ABOVE FINISHED FLOOR.

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

Middle East District

M

ID

D L

E E

A S

T D

IS

T

R

IC

T P

.O B

O X

W

IN

C

H E

S T

E R

V

A

-1

UNLESS OTHERWISE NOTED ALL LINEAR

DIMENSIONS SHOWN, ARE IN MILLIMETERS.

F

IL

E N

A M

E

GI008

E L

E C

T R

IC

A

L

T E

L E

C O

M L

E G

E N

D

A L

D H

A F

R A

A F

B U

N

IT

E D

A R

A B

E M

IR

A

T E

S M

.H

IL

L

J .D

A N

IE

L

S O

N

P V

O G

E L

J .G

A V

IN

/1 /2

W

E R

-1

-D -0

L A

R G

E A

IR

C

R A

F T

M A

IN

T

E N

A N

C E

H A

N G

A R

U E

-4

U E

-4

-G

I0

G

N

.d w g

G-C

A

M

R E

IS

S

U E

D B

Y A

M E

N D

M E

N T

-1

-2

A

M

R E

IS

S

U E

D B

Y A

M E

N D

M E

N T

-0

-2

2600 OR 3000250 250

V A

R I E

S V

A R

I E

S

300Ø

B

L I N

D I N

G

C O

N C

R E

T E

D12@300 T&B

D

(TYP)

D12@250 T

D16@250 B

D12@250

D16@250

MANHOLE

COVER

WATERSTOP

BLOCKOUT FOR DUCT

BANK AND CONDUIT

(SEE DRAWING E-512

AND E-513)

HYDROPHILIC

WATERSTOP

D16@250

WATERSTOP

(TYP)

SUMP PIT

D12 POLYETHYLENE -

2 LAYERS

D12@300

T&B

(NOTE: COORDINATE REINFORCEMENT LOCATIONS WITH

PULLING IRON LOCATIONS. SEE DRAWING E-503 AND E-504.)

1230150 150

V A

R I E

S V

A R

I E

S

I N

D I N

G

C O

N C

R E

T E

D12@300 T&B

(TYP)

D16@250 (TYP)

MANHOLE

COVER

WATERSTOP (TYP)

BLOCKOUT FOR DUCT BANK AND

CONDUIT (SEE DRAWING E-511)

HYDROPHILIC WATERSTOP

AROUND BLOCKOUT

D12

POLYETHYLENE - 2

LAYERS

D12@300 T&B

(NOTE: COORDINATE REINFORCEMENT LOCATIONS WITH PULLING IRON LOCATIONS. SEE DRAWING E-502.)

SUMP PIT

3-D12 ABOVE BLOCKOUT

D12@300 DOWELS

(CONTINUOUS WHERE

BLOCKOUT NOT USED)

300 Ø

D12@250 (TYP)

M I D

D

E

A S

T

D

I S

T R

I C

T

P O

B

O X

W I N

C H

E S

T E

R

V

A

F I L E

N A

M E

A N

S I

D

A L

D

H A

F R

A

A

F B

U

N I T

D

R A

B

E

M I R

A T

E S

L A

R G

E

A

I R

C R

A F

T

M

A I N

T E

N A

N C

E

H

A N

G A

R

U E

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C

N

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

U S

A

R M

Y

C

O R

P

F

E

N G

I N

E E

R S

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN METERS.

M

R

E I S

S U

Y

A

M E

N D

M E

W

E R

D

J

G

A V

I N

M I

A

L S

A E

E D

U E

S

D T

D

W G

S-530

P V

O G

E L

M A

N H

O

H

N

D H

O L

E

S

T R

U C

T U

R A

L

D

E T

A I L

S

U

N I R

SCALE: 1:20

TYPICAL MANHOLE DETAIL

SCALE: 1:10

TYPICAL HANDHOLE DETAIL

5 5

AutoCAD SHX Text 1.00

AutoCAD SHX Text .50

AutoCAD SHX Text

AutoCAD SHX Text 1:10

AutoCAD SHX Text

AutoCAD SHX Text .50

AutoCAD SHX Text

AutoCAD SHX Text 1:20

AutoCAD SHX Text

PULLING

IRON

GROUNDING PENETRATION

(GLAND)

TYPICAL MANHOLE NOTES:

PRECAST

CONCRETE

EARTHING PIT

BARE 70mm² COPPER

GROUND CONDUCTOR

ROUTED IN ELECTRICAL

DUCT BANK

GRADE LEVEL

MIN

450 MIN

SCALE: NONE

TYPICAL MANHOLE DETAIL

SCALE: NONE

TYPICAL MANHOLE ENTRY

CONFIGURATION DETAIL

GROUNDING PENETRATION

(GLAND)

HORIZONTAL CONTROL LOCATION,

COORDINATE WITH MANHOLE /

HANDHOLE SCHEDULE

GROUND

ROD

GROUND BAR

1. CONTRACTOR SHALL HAVE GOVERNMENT APPROVED SHOP DRAWINGS PRIOR TO

MANUFACTURING OF EACH MANHOLE. SEPARATE MANHOLE SHOP DRAWING SHALL BE

PROVIDED FOR CHANGES IN NUMBER OF DUCTS ENTERING THE MANHOLE AND CHANGES IN

THE DUCT ENTRY CONFIGURATION. SHOP DRAWING SHALL IDENTIFY THE PROJECT

MANHOLES UTILIZING EACH SHOP DRAWING.

2. MANHOLE SHALL HAVE MINIMUM INSIDE MEASUREMENTS OF 3M(W)X3M(L)x2.45M(D), AASHTO H20 LOADING AND 30% IMPACT FACTOR.

3. MANHOLE SHALL HAVE A 900mm CIRCULAR COVER WITH A AASHTO H20 LOADING AND 30%

IMPACT FACTOR. UNDER THE COVER THERE SHALL BE A COVER LOCKING SECURITY DEVICE.

4. MANHOLE SHALL HAVE 300mm DIAMETER CIRCULAR, 100mm DEEP, SOLID BOTTOM SUMP

CENTERED IN FLOOR OF MANHOLE. FLOOR OF MANHOLE SHALL SLOPE/DRAIN TO THE SUMP.

5. PROVIDE TWO PULLING IRON ADJACENT TO STANCHION ON EACH WALL 600mm ABOVE

FLOOR OF MANHOLE.

6. PROVIDE DUCT OPENING LOCATIONS PER SITE PLAN SCHEDULE, ADJUST HEIGHTS AS

REQUIRED FOR ELEVATIONS AT SITE, DUCT SPACING, SIZES AND TYPES ARE TYPICAL. DUCT

ENTRY INTO MANHOLE SHALL BE A MINIMUM OF 600mm BELOW FINISHED GRADE.

7. DUCT OPENINGS SHALL ENTER THE MANHOLE IN A SPLAYED CONFIGURATION ALLOWING

FOR FUTURE DUCT ENTRY ON SAME SIDE OF MANHOLE.

8. DUCTS ENTERING MANHOLES SHALL BE SCHEDULE 80 PVC CONDUIT. DUCT SHALL BE A

MINIMUM OF 100mm NOMINAL INSIDE DIAMETER AND UTILIZE BELL ENDS ON THE INTERIOR

WALL PENETRATION. PVC DUCT INSTALLED IN MANHOLE DURING MANUFACTURING SHALL

EXTEND FROM EXTERIOR OF THE MANHOLE 400mm, CUT STRAIGHT AND SMOOTH.

9. MANHOLE MANUFACTURE SHALL INSTALL REMOVABLE, WATER TIGHT, HIGH IMPACT

PLASTIC, MECHANICAL EXPANSION DUCT PLUGS FOR EACH DUCT ENTRY INTERIOR TO THE

MANHOLE.

10. WHEN DUCT BANK IS CONCRETE ENCASED, FORM DUCT BANK FROM MANHOLE OUT FIVE

METERS FROM MANHOLE ALLOWING FOR FUTURE DUCT BANK ENTRY ON SAME SIDE OF

MANHOLE. DO NOT TRENCH POUR CONCRETE UP TO MANHOLE AND BLOCK FUTURE

ACCESS.

11. MANHOLE CABLE RACKS SHALL BE MANUFACTURED OF HEAVY DUTY NON-METALLIC

(POLYCARBONATE) CONSISTING OF A STANCHION AND ADJUSTABLE ARMS THAT LOCK INTO

THE STANCHION. THE STANCHION SHALL BE ATTACHED TO THE WALL OF THE MANHOLE

WITH STAINLESS STEEL HARDWARE PER MANUFACTURE RECOMMENDATIONS. EACH

MANHOLE SHALL BE PROVIDED WITH EIGHT STANCHIONS 2000mm LONG AND 24 RACK ARMS 520mm LONG.

12. PROVIDE PRECAST CONCRETE EARTHING PIT GROUND ROD INSPECTION HOUSING WITH

COVER AND A 20mm X 3M COPPER GROUND ROD. ROUTE 25mm² COPPER GROUND

CONDUCTOR FROM ROD THROUGH SIDE OF THE MANHOLE TO A GROUNDING BUS BAR

MOUNTED ON SIDE OF MANHOLE AS SHOWN. SEAL OPENING AROUND CONDUCTOR IN

SIDEWALL WITH SILICONE. BOND ALL METALLIC CONDUCTIVE SURFACES IN THE MANHOLE

TO THE GROUND BUS BAR. BOND FRAME OF THE COVER TO THE GROUND BUS BAR. WHEN

A BARE GROUND CONDUCTOR IS ROUTED WITH THE DUCT BANK (ELECTRICAL) CONNECT

BARE GROUND CONDUCTOR TO GROUND BUS BAR.

13. CONTRACTOR SHALL INSTALL A DOUBLE LAYER (2 PLY) OF WATERPROOFING SEALANT AND

BITUMINOUS MATERIAL FOR THE FULL HEIGHT OF CONCRETE SURFACES BELOW GRADE.

CONTRACTOR SHALL BACKFILL AROUND MANHOLE A MINIMUM OF 500mmOF SALT FREE

AND ROCK FREE SOIL FULL HEIGHT ON ALL SIDES.

14. AFTER CONDUIT DUCTS ARE INSTALLED AND CONNECTED THE CONTRACTOR SHALL APPLY

WATERPROOFING SEALANT AND BITUMINOUS MATERIAL ON ALL CONCRETE ENCASEMENT

ONE METER FROM MANHOLE.

15. SEE SHEET S-530 FOR STRUCTURE MANHOLE DETAIL.

ELECTRICAL

SCALE: NONE

MANHOLE COVER DETAIL

MANUFACTURE INTO THE COVER A

MINIMUM 150mmx350mm FLAT SMOOTH

SURFACE WITH TWO 12mm STAINLESS

BOLTS TAPPED INTO THE COVER FOR

MOUNTING 6mm THICK, 100mmx300mm

ENGRAVED PLASTIC MANHOLE

IDENTIFICATION LABELS

CAST IRON FRAME AND

COVER

PROVIDE 75mmx600mm

SURFACE AND ENGRAVE

"ELECTRICAL" OR

"COMMUNICATION" INTO COVER

UTILIZING 40mm HIGH LETTERS

DIAMOND PATTERN

16mm DIA RING

HANDLE TWO (2)

EACH REQUIRED

SCALE: NONE

HEAVY DUTY NON-METALLIC

CABLE RACK DETAIL

PULLING

IRON

MANHOLE

COVER

NUMBER OF CONDUITS DEPENDS OF

DUCT CONFIGURATION

CONCRETE ENCASED

DUCT BANK WHEN

REQUIRED

BOND COVER

FRAME TO

GROUNDING BAR

SUMP PIT

SUMP PIT

NOTES:

MANHOLE OUTSIDE WALL

DUCT BANK (CONCRETE

OR SAND ENCASED)

100MM SCH80 PVC

COUPLING (IF REQUIRED)

MANHOLE INSIDE WALL

RUBBER "WATERSTOP

GROUTING RING" AND

CLAMP

100MM SCH80 PVC

BELL END FITTING

NON-SHRINKING GROUT

NON-SHRINKING GROUT

1. CONTRACTOR SHALL ENSURE ALL PENETRATIONS ARE

WATER TIGHT.

2. CONTRACTOR SHALL ENSURE CONSTRUCTION JOINT

BETWEEN THE CONCRETE ENCASED DUCT BANK AND

MANHOLE IS FREE FROM DEBRIS AND WATER TIGHT.

SCALE: NONE

MANHOLE SECURITY

LOCK DOWN DEVICE DETAIL

SECURITY LOCKING

MECHANISM

LOCK DRY

PAN

COVER

SCALE: NONE

MANHOLE CONDUIT

PENETRATION DETAIL

MANHOLE COVER

CABLE

RACK

NOTE: DIMENSIONS SHOWN TYPICAL, UNO.

25mm

BARE COPPER (TYP)

M I D

D

S

T

D

I S

T R

I C

T

P O

B

W I N

C H

E S

T E

R

V

A

F I L E

N A

M E

A N

S I

D

A L

D

H A

F R

A

A

F B

U

N I T

A

B

E

M I R

A T

E S

L A

R G

E

A

I R

C R

A F

T

M

A I N

T E

N A

N C

E

H

A N

G A

R

U E

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN METERS.

R

E I S

S U

A

M E

N D

M E

R

E I S

S U

A

M E

N D

M E

W

E R

D

J

G

A V

I N

M I

A

L S

A E

E D

U E

E

D

T

D

W G

E-503

L O

W

V

O L

T A

G

E

C T

R I C

E L

E C

O M

M U

N I C

A T

I O

N

M A

N H

O L

E

P V

O G

E L

E L

E C

T R

I C

T

A I L

S

S

H E

U

N I R

ANCHOR

CONCRETE

CABLE SUPPORT

ARM (TYP)

PULLING

IRON

GROUNDING

PENETRATION (GLAND)

TYPICAL MANHOLE NOTES:

PRECAST

CONCRETE

EARTHING PIT

BARE 95mm² COPPER

GROUND CONDUCTOR

ROUTED IN ELECTRICAL

DUCT BANK

GRADE LEVEL

SCALE: NONE

TYPICAL MV ELECTRICAL MANHOLE DETAIL

SCALE: NONE

TYPICAL MV MANHOLE ENTRY CONFIGURATION DETAIL

GROUNDING PENETRATION

(GLAND)

900mm MANHOLE

COVER

GROUND

ROD

GROUND BAR

1. CONTRACTOR SHALL HAVE GOVERNMENT APPROVED SHOP DRAWINGS PRIOR TO

MANUFACTURING OF EACH MANHOLE. SEPARATE MANHOLE SHOP DRAWING SHALL BE

PROVIDED FOR CHANGES IN NUMBER OF DUCTS ENTERING THE MANHOLE AND CHANGES IN

THE DUCT ENTRY CONFIGURATION. SHOP DRAWING SHALL IDENTIFY THE PROJECT

MANHOLES UTILIZING EACH SHOP DRAWING.

2. MANHOLE SHALL HAVE MINIMUM INSIDE MEASUREMENTS OF 3M(W)X3M(L)x2.45M(D), AASHTO H20 LOADING AND 30% IMPACT FACTOR.

3. MANHOLE SHALL HAVE A 900mm CIRCULAR COVER WITH A AASHTO H20 LOADING AND 30%

IMPACT FACTOR. UNDER THE COVER THERE SHALL BE A COVER LOCKING SECURITY DEVICE.

4. MANHOLE SHALL HAVE 300mm DIAMETER CIRCULAR, 100mm DEEP, SOLID BOTTOM SUMP

CENTERED IN FLOOR OF MANHOLE. FLOOR OF MANHOLE SHALL SLOPE/DRAIN TO THE SUMP.

5. PROVIDE TWO PULLING IRON ADJACENT TO STANCHION ON EACH WALL 600mm ABOVE

FLOOR OF MANHOLE.

6. PROVIDE DUCT OPENING LOCATIONS PER SITE PLAN SCHEDULE, ADJUST HEIGHTS AS

REQUIRED FOR ELEVATIONS AT SITE, DUCT SPACING, SIZES AND TYPES ARE TYPICAL. DUCT

ENTRY INTO MANHOLE SHALL BE A MINIMUM OF 750mm BELOW FINISHED GRADE.

7. DUCT OPENINGS SHALL ENTER THE MANHOLE IN A SPLAYED CONFIGURATION ALLOWING

FOR FUTURE DUCT ENTRY ON SAME SIDE OF MANHOLE.

8. DUCTS ENTERING MANHOLES SHALL BE SCHEDULE 80 PVC CONDUIT. DUCT SHALL BE A

MINIMUM OF 150mm NOMINAL INSIDE DIAMETER AND UTILIZE BELL ENDS ON THE INTERIOR

WALL PENETRATION. PVC DUCT INSTALLED IN MANHOLE DURING MANUFACTURING SHALL

EXTEND FROM EXTERIOR OF THE MANHOLE 400mm, CUT STRAIGHT AND SMOOTH.

9. MANHOLE MANUFACTURE SHALL INSTALL REMOVABLE, WATER TIGHT, HIGH IMPACT

PLASTIC, MECHANICAL EXPANSION DUCT PLUGS FOR EACH DUCT ENTRY INTERIOR TO THE

MANHOLE.

10. WHEN DUCT BANK IS CONCRETE ENCASED, FORM DUCT BANK FROM MANHOLE OUT FIVE

METERS FROM MANHOLE ALLOWING FOR FUTURE DUCT BANK ENTRY ON SAME SIDE OF

MANHOLE. DO NOT TRENCH POUR CONCRETE UP TO MANHOLE AND BLOCK FUTURE

ACCESS.

11. MANHOLE CABLE RACKS SHALL BE MANUFACTURED OF HEAVY DUTY NON-METALLIC

(POLYCARBONATE) CONSISTING OF A STANCHION AND ADJUSTABLE ARMS THAT LOCK INTO

THE STANCHION. THE STANCHION SHALL BE ATTACHED TO THE WALL OF THE MANHOLE

WITH STAINLESS STEEL HARDWARE PER MANUFACTURE RECOMMENDATIONS. EACH

MANHOLE SHALL BE PROVIDED WITH EIGHT STANCHIONS 2000mm LONG AND 24 RACK ARMS 520mm LONG.

12. PROVIDE PRECAST CONCRETE EARTHING PIT GROUND ROD INSPECTION HOUSING WITH

COVER AND A 20mm X 3M COPPER GROUND ROD. ROUTE 25mm² COPPER GROUND

CONDUCTOR FROM ROD THROUGH SIDE OF THE MANHOLE TO A GROUNDING BUS BAR

MOUNTED ON SIDE OF MANHOLE AS SHOWN. SEAL OPENING AROUND CONDUCTOR IN

SIDEWALL WITH SILICONE. BOND ALL METALLIC CONDUCTIVE SURFACES IN THE MANHOLE

TO THE GROUND BUS BAR. BOND FRAME OF THE COVER TO THE GROUND BUS BAR. WHEN

A BARE GROUND CONDUCTOR IS ROUTED WITH THE DUCT BANK (ELECTRICAL) CONNECT

BARE GROUND CONDUCTOR TO GROUND BUS BAR.

13. CONTRACTOR SHALL INSTALL A DOUBLE LAYER (2 PLY) OF WATERPROOFING SEALANT AND

BITUMINOUS MATERIAL FOR THE FULL HEIGHT OF CONCRETE SURFACES BELOW GRADE.

CONTRACTOR SHALL BACKFILL AROUND MANHOLE A MINIMUM OF 500mmOF SALT FREE

AND ROCK FREE SOIL FULL HEIGHT ON ALL SIDES.

14. AFTER CONDUIT DUCTS ARE INSTALLED AND CONNECTED THE CONTRACTOR SHALL APPLY

WATERPROOFING SEALANT AND BITUMINOUS MATERIAL ON ALL CONCRETE ENCASEMENT

ONE METER FROM MANHOLE.

15. SEE SHEET S-530 FOR STRUCTURE MANHOLE DETAIL.

ELECTRICAL

SCALE: NONE

TYPICAL MV MANHOLE COVER DETAIL

MANUFACTURE INTO THE COVER A

MINIMUM 150mmx350mm FLAT SMOOTH

SURFACE WITH TWO 12mm STAINLESS

BOLTS TAPPED INTO THE COVER FOR

MOUNTING 6mm THICK, 100mmx300mm

ENGRAVED PLASTIC MANHOLE

IDENTIFICATION LABELS

CAST IRON FRAME AND

COVER

PROVIDE 75mmx600mm

SURFACE AND ENGRAVE

"ELECTRICAL" INTO COVER

UTILIZING 40mm HIGH LETTERS

DIAMOND PATTERN

16mm DIA RING

HANDLE TWO (2)

EACH REQUIRED

SCALE: NONE

TYPICAL MV MANHOLE

NON-METALLIC

CABLE RACK DETAIL

PULLING

IRON

900mm MANHOLE

COVER

NUMBER OF CONDUITS DEPENDS

OF DUCT CONFIGURATION

CONCRETE ENCASED

DUCT BANK WHEN

REQUIRED

BOND COVER

FRAME TO

GROUNDING BAR

SUMP PIT

SUMP PIT

NOTES:

MANHOLE OUTSIDE WALL

DUCT BANK (CONCRETE

OR SAND ENCASED)

150MM SCH80 PVC

COUPLING (IF

REQUIRED)

MANHOLE INSIDE WALL

RUBBER "WATERSTOP

GROUTING RING" AND

CLAMP

150MM SCH80 PVC

BELL END FITTING

NON-SHRINKING GROUT

NON-SHRINKING GROUT

1. CONTRACTOR SHALL ENSURE

ALL PENETRATIONS ARE WATER

TIGHT.

2. CONTRACTOR SHALL ENSURE

CONSTRUCTION JOINT BETWEEN

THE CONCRETE ENCASED DUCT

BANK AND MANHOLE IS FREE

FROM DEBRIS AND WATER TIGHT.

SCALE: NONE

TYPICAL MV MANHOLE SECURITY

LOCK DOWN DEVICE DETAIL

SECURITY LOCKING

MECHANISM

LOCK DRY

PAN

COVER

SCALE: NONE

TYPICAL MV MANHOLE CONDUIT

PENETRATION DETAIL

HORIZONTAL CONTROL LOCATION,

COORDINATE WITH MANHOLE /

HANDHOLE SCHEDULE

CABLE RACK

160 160 160 160 160 160

500 500

CABLE

RACK

25mm

BARE COPPER (TYP)

M I D

D

S

T

D

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T R

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P O

B

W I N

C H

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T E

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V

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N A

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H A

F R

A

A

F B

U

N I T

A

B

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M I R

A T

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L A

R G

E

A

I R

C R

A F

T

M

A I N

T E

N A

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H

A N

G A

R

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S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

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S I Z

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S U

B M

I T

T E

D

B

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D A

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C O

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B

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D R

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N

B

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I S

S U

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D

A T

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B

C

D

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F

G

2 3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN METERS.

R

E I S

S U

A

M E

N D

M E

R

E I S

S U

A

M E

N D

M E

W

E R

D

J

G

A V

I N

M I

A

L S

A E

E D

U E

E

D

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W G

E-504

M E

D I U

M

V

O L

T A

G

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C T

R I C

A L

M A

N H

O L

E

P V

O G

E L

E L

E C

T R

I C

T

A I L

S

S

H E

U

N I R

ANCHOR

CONCRETE

CABLE SUPPORT

ARM (TYP)

GI001
GI003
GI008
S-530
E-503
E-504

File details come from the government source that posted it.